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56x

000667

2024-09-30

Shear Stiffness in Panel Plane

\begin{array}{l} G_{eq} = \frac{F \cdot h}{(u_{G, inst} u_{k, inst}) \cdot \frac{5}{6} \cdot b_{E} \cdot l} = \frac{1 kN \cdot 275 cm}{0.07 cm \cdot \frac{5}{6} \cdot 13.8 cm \cdot 250 cm} = 1.37 kN / cm ² \\ D 88 = G_{eq} \cdot b_{E} = 1.37 kN / cm ² \cdot 13.8 cm = 18.86 kN / cm \end{array}

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